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HomeMy WebLinkAboutPermit D98-0378 - D & J INDUSTRIES - STORAGE RACKSD98 -0378 6750 So. 180 St. D & J Industries City of Tukwila ( (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 352304 -9095 Address: 6750 S 180 ST Suite No: Location: Category: AWSE Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License No: SGACO * *084BS OCCUPANT OWNER CONTRACTOR CONTACT 001 North: 0 South: .0 TUKWILA Sewer: TUKWILA Slopes: N TOTAL DEVELOPMENT PERMIT FEES: $ *********** * * * * * * **k * *•k * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ Signature: Print Name : �1�4 -E DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Streams: D98 -0378 ISSUED 11/24/1998 05/23/1999 Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERS /AFA East: .0 West: .0 D & J INDUSTRIES 6750 S 180 ST, TUKWILA WA 98188 TRI -LAND CORPORATION 1325 4TH AVE SUITE #1940, SEATTLE WA 98101 SGA CORPORATION Phone: 206 778 -2191 6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036 RON HAMMELL Phone: 206 -300 -9112 6414 204 ST SW, LYNNWOOD WA 98036 k ***** * ** ** *Ar*** ** ****************** **** ik*** i4• k***** *k**• k• k****** •k*** ** ** ** *i4***4r***** Permit Description: INSTALL RACK STORAGE: ** k *•k * *** * *** * * * * * * * ** ********************************* *** * ** * * * *** * *•k * * *•k** ** * * * * ** Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut/Access/Sidewalk/CSS: N Fire Loop Hydrant: N No: •.Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time:. Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time.: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: ******************************************************* * * *•k * * * *•k * * * * * * * * * * * * * * * * * * ** 211.16 ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date://__ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the p ormance of work. I am authorized to sign for and obtain this developm- ermit. Date : \\ �y This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 6750 S 180 ST Permit No: 1)98-0378 Su,ite: ..-. „ Tenant: --,..Status: ISSUED Type: DEVPERM ,Applied: 11/06/1998 Parcel #: 352304-9095 Issued: 11/24/1998 ***********41*****A************************ Permit Conditions: 1. No changes will be made to the plans 'Unless approved by the Architect or Engineer and theTukwIla Building Division. 2. All permits , inspect i Cn :.,,,00r.di:,'''.':." plans shall be available at the 10:::. to 'the'..:tki-'0 any eon struOtion, These'::..*ciAne to,gbe mairitafhe4 avail- able until fipalfiispe.,ctjan ; is gfat 3. All construct to be --done In,rciinforpanOtth 'aO:p0Alect plans and .ruiremer)ts. of the Uniform ButiOng4ode:(1997 Edition)4?amendeWUniforM*Ie and Washfngtp6 State Energy_Cpa; EaitiOnYA' 4. ValldiXYvbf 'Pennit..the )sSilatioe apermitof planspepificattonS,,an'e(ebriTutatIons shalr '4 , , co :.,,,....,, struedtobe a permitOr or an approval of any vio'orapion, of any. of provisions of 'thOuilding code an otheor:& the No permit prull give* Vi6late-orMcanceYthe provisionsof4thAS 0: 1 cotte: i! ', ...',2 „ -- 0 4,-,, .%,.,,, •!i• 1 ; '1, ':',..*: ; ; : ' ■- .'- ,' , . , ,.,*, , ., .. '... ',. 41 ,• ... ,.., .....1 , . . ■ "'.4 4' • . ..1, .! I ,..: . I, 'le- • yJ • , Project Name/Tenant: b . >s' \ e c. \ \) S x \ � V Value of Construction: r O n Site Address: ��\ Ci State /Zip: C,Os o S . \ so �vk, l ty i g n a rl k Tax Parcel Number: 3�7 tb g..., 90 Property Owner: e. Z�-\av C, L� 4 Phone Le_.... 'mace (-139 3C tS . - . Street Address: City State /Zip: \ ,,kb , s,, e)c. \ c�. , f�.y p S - s \& Fax #: a o (- Y ?Ci — C S Contractor: s (, C`( 1 � C � Phone: e fa6 - ,? .7c( - - a.\ °I 1 Street Address: t� City State /Zip: ( o ti / 9 �.1 S\ , Sw t L „,nwn `M3/0 Fax #: 1 /a5 -? 7 - - ) . •\ c 10 Architect: O\\ d\ \AN\K - cvsi Phone: - ode- 933- Fc '.c\ - 7 Street Address: City State /Zip: 1 GvA , o.. O , k , S::, \ ‘. \ I b Se \\K 9 8 16 ( d Fax #: '23. Zi. 'M kc Engineer:, S E ‘ z r. ; e �'k �N : �,\ % Net Phone: ( foci Voci 69 k St A ress: City State/Zip: ``c7 �1 \G,v\�:C f i .- rr∎ov\� ��. `1\ to Fax #: 9.o ¶i dot ont ct Person: L M \� GYN \ \G\i`t\ \ i`N� \\ Phone: ' .O Co "V v c \ Street Address: City State /Zip: ' GA enu . w Fax #: - ,..Q, s )S 1 o U Description of work to be done: `` (•< c. . S \o `C c \� C `C c)`C \LS Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ,Warehouse ❑Hospital ❑ Church El Manufacturing ❑ Motel /Hotel in Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family W arehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes -J no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? yes ❑ no Existing fire protection features: 0 sprinklers aautomatic fire alarm ❑ none , ❑ other (specify) Building Square Feet: .. ‘ ) existing Area of Construction: (sq. ft.) 13 C -c::) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes An no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUK''ILA Permit Center - 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct in Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous CTPERMIT.DOC 1/29/97 ommercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC. WORKS.SITE/CIVIL PLAN REVIEW OF THE.FOLLOWING: (Additional reviews may be determined: by the Public Works Department) ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: //-6 - 95 Date application expires: 5- 6-9/ Applicatl n taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW ER OR A t ORIZED AGENT: Signature: \ \,'Ne).4;4.1--.... \ Date: \\\ _._ C'N Print name: V *„.k.c..,..c...y.:2N.N, Phone: - .. S -�5 1 t(, Fax # :, 5.75 )OykO Address c L\ L\ 6 :0 SVi Sv \ ct O ity /State /Zi ,,.1 ca N`hhvJ /. < ALL COMMERCIAUMULTI -FITLY TENANT IMPROVEMENT /A ATION PERMIT APPLICATIONS M BE SUBMITTED WITH THE FOL • WING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include • ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only)' 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those; identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENA Y PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 • '`�� '� *kA++A+*+*++*+++*++*A+++A++a*+a***+*++A**+***A ` CITY OF TUKNILA. WA � TRANSMI.rY +**+*^***.A+A+w*+*+*+*+***A*+*+A�***++*^+*+****+**+***+*****��** TRANSMITNumbmr: R9700872 Amount: ` 102�4 11/24/98 13:12:`:. PaymentMethod: . CHECK Notation: SGA CORPORATION • Initx Permit No: D98-0378 Typo:.DEVPEDM DEVELOPMENT PERMIT Parcel No: 352304'9095 Site Address: 6750 S 180 ST • This Payment Balance: ` ^*Alc*A+**Aa****A*****^a«*****+h*+**^***A+*+***+A**^**+*+*+*,V*+** Account Code 000/322.100 000/345,830 O00/386.904 Total Fees: ` 211.16 102.45 Total ALL Pmts: ' 211°16 DesoriptioD BUILDING ~ NONRES PLAN CHECK - NONRES STATE 8U1LDIMG:SURCHARGE Amount 16" 4� 81.41 ` _ 4°50_� � 8092 1�� '�� 9 TOTAL � �102°45 This Payment 108.71 A*++**A***+ . CITY OF'TUKNILA,NA � � �� `` � � . �� � TRANSMIT:: + * * *A+« *** * * * *** +** ** :le ++*f* +*4:****�4 TRA NZMITNumber: R9700864 8|ount:• 108.71A1/06/98 14^53` . Paymont Method: CHECK-`Notation: SGH CORPORATION: 8LH --_-_--- '' ` ' Permit NC 8- 7B Type: DEV9EHM DEVELOPMENT PERMIT Parcel No: 352304-9095 . ` Site Address: 6750 S 180 ST ' Total Fees: Total ALL- Pmts.; DalaDce: *a*+++**a+**+-A*«***++*a+44,1a++*+++++**++i1«**11^****++It********A ** Account Code Description Amount 000/322.100 BUILDING - NONRE8` � �108°71 ---_---�.--~--'—.~---'_-.-~.~---_-~_~--~--��_-----'-~-~�~.��--.�. •' 211.16-� 108.71. 10?.° |3 � 755g TOTAL 1��,�� �' , . Ptot_ % A-tQ v 7xf� s / in pec ioh:'� /A/ _ Date called: > . A bdr� ._ c ( 80 Special instructions: Date wan d:/ i 7191 .rr Requestt''or: Phone No.: vui* Agokn +i ''�''0 461:4:4W0* - '4x;R4.a ";' i4" i..' �"" i'' r' ���'; �+ 41."?:rf:ir:'"3 earaprr. pproved per applicable codes. INSPECTION RECORD Retain a copy with pt nit INSPECT I . N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f l PERMIT NO. e&) -434 70 Corrections required prior to approval. $ "00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project Name Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: tw. 'Tw:s'vS`if ? +r•u3:Aa-'� "4w'�:n;Yi' ,y+t:'r City of Tukwila Fire Department inL4,:t3 Address ( .)1 5 1 '0Q - Suite # Retain current inspection schedule 9 , Needs shift inspection Approved without correction notice .Z. Approved with correction notice issued S TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. SQ •031 cj C4 Mc Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 .T.F.D.'Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fa(2Q6) 5754439 (FIELD REPORT A.A.R. TESTING LABORATORY, INC. Job No. 98.328 P.O. BOX 2523 Phone: (425) 881- 5812 Project D & J Industries REDMOND, WA 98073 FAX: (425) 881- 5441 Address 6750 S 180th St. ' Tukwila ATTN Permit Number: D C -0314 CLIENT SGA Corporation ADDRESS 6414 204th St SW #200 Lynnwood, WA 98036 Physical Site Inspection Report Date: 12/30/98 Date Mailed: 1/15/99 At the request of the contractor, arrived on site to perform anchor bolt inspection for the racking system. Anchor 'bolts were already in place. I could not verify embedment depth in the slab. spec call out for 1/2" anchor bolt with 1 ,3 1/2" embedment. Checked anchor bolts for tightness. Found three bolts not tightened. Anchor bolts that were not tightened were tightened in my presence. At the requst of the city contractor I was asked to obtain a spec. sheet on bolts to find out length & strength. This is so depth of embedment can be verified. Area of inspection is between grid lines 1.5 &6.1 and A.25 & A'.75. Copies To: I © Building Department Inspector: R.L.Otto Reviewer: T.Maddock Inspection Performed !Field Report Number: 203291 Job Time: Air Temperature: ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A,A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. D & J INDUSTRIES 6750 S 180 TUKWILA WA. 98188 Phone (260) 575 -1066 Fax (206) 575 -1046 Building Permit #D98 -0129 Re: Storage Racking Notes Class 1 -4 commodities 21' Columns with 86" beams at 5', 10' & 15' 8" vertical Flue between racks 6" space between palletized commodities on beams 11 8 -D318 SEISMIC ANALYSI S OF STORAGE RACKS FOR D & J INDUSTRIES 6750 S. 180TH ST. TUKWILA, WA. #98- 383 , , .......,,, /,' %.; 'A ,,,," ...,.. • ' „ ' ,,,, , , :&..2.;% , , , f , ":^Z,A . 44 , Z , i7.4 , .. , ..: , ;:%7,' , :::,::;.; , ; . . , ;;;; , ;;;;; -.7 ,, ,,. .f.,1;/;41/;;;;;;;;;;,.. , z;z4,....;;;;;;;:f6:::,, ;m4://..,..,...1, ,, , , , , , , ;, ,, ,, , ;.4 - ;:ft , ;;,..5,1 1 10;4g 7 1 7 > 4 7,:g";•"%lefOlig' 3 gelVe4SM''''''''r f ' 4: <<- "":''''.. ','" '',', .-,2::,x-f.,*":?-:,',5=';%,;,7%.,sr:f(4-...,;;;:w4.,:,...0/,:%.,;.:,:,;.<:::::::ye...4:•,,K::::::„:::,;:f,......w,„,..:;*:....47:,<...4::::3,,,e,ar;;;;.;;;...?fre .,z Ampv _ . l‘po • , - 0" f ...,?.? • ,..., . ..,..''& STORAGE RACKS DRIVE44 RACKS CANTLEVER RACKS MEZZANINES CONVEYORS CAROUSELS STEEL SHD.VING MOVABLE SHELVIING STORAGE TANKS MODUL OFFICES GONDOLAS BOOKSTACKS 161 ATLANTIC STREET SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 • POMONA CITY APPROVALS STATE APPROVALS PERMITTNG SERVICES PRODUCT TESTING FELD NSPECTION SPECIAL FABRICATION ALASKA NEVADA ARIZONA NEW MEXICO CALIFORNIA CR EGON COLORADO PENNSYLVAMA IDAHO UTAH MBSCORI WASHINGTON RECEIVNO CITY OF TUKWILA NOV - 6 1998 PERMIT CENTER Deie-p0318 • CA 91768 • TEL: (909)869-0989 • FAX: (909)869-0981 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT D &(::; NDUSTRI ES FOR NORTHWEST HANDLI NG (WA) SHEET NO. 2 OF 14 CALCULATED BY BOB S. DATE 10- 31-1998 TABLE OF CONTENTS DESCRIPTION PAGE # COVER SHEET 1 TABLE OF CONTENTS SCOPE PARAMETERS CONFI GURATI ONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDINAL ANALYSI S COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOI L 2 2 3 4 5 6 7 8 9 10 11 12 13 14 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM I S TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. SEI ZMI C 1 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT D &( NDUSTRI ES FOR NORTHWEST HANDLI NG (WA) SHEET NO. 3 OF 14 CALCULATED BY BOB S. DATE 10- 31-1998 PARAMETERS: STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRIBUTARY AREA LONGITUDINAL TQP VIEW SEIZMIC 1 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT D `i NDUSTRI ES FOR NORTHWEST HANDLI NG (WA) SHEET NO. 4 OF 14 CALCULATED BY BOB S. DATE 10- 31-1998 1 2,200 lb. 7,513 i n.l b. 8,164 i n.I b. < stdcam. 2 1,650 lb. 6,816 in.lb. 7,058 in.Ib. <stdconn. 3 1,100 lb. 5,301 in.Ib. 5,165 in.Ib. <stdconn. 4 550 lb. 3,029 i n.l b. 2,515 i n.I b. < stdconn. TYPE 1 DESIGN LOAD = 1000# BASE PLATE COLUMN BEAM 7.75 X 5 X .375 Mbase= 7128in.lb. COLUMN 3X3X14GA(LU72) STRESS =0.47 V 3- 5/16x2- 3/4x14GA/311 H MAX LOAD /LEVEL= 3,075 lb. BEAM I S O.K. OVERTURNING BRACING SLAB & SOI L ./ ANCHOR STRESS = 0.57 # CF ANCHORS = 2 HORIZONTAL V 1 1/2 X 1- 1/2 X 14 GA STRESS = 0.09 DIAGONAL ,j 1 1/2 X 1- 1/2 X 14 GA STRESS = 0.27 V PUNCT. STRESS = 0.37 BENDING STRESS =0.30 SEIZMIC 1 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT D 8. INDUSTRIES FOR NORTHWEST HANDLI NG (WA) SHEET NO. 5 OF 14 CALCULATED BY BOB S. DATE 10- 31-1998 TYPE 1 S P ECI Fl CATI ON - MAIN STEEL 55000 PSI - BASE PLATE STEEL 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 MIN. EM ED - FLOOR SLAB 5.5" X 3000 PSI. REINFORCE! 252" - SOIL BEARING PRESSURE 1000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. SECTION AXIAL FORCE 6 6J" 6 n )11 6" 1.000 lb. 1,000 lb. 1,000 lb. 1,000 lb. - 201 # 100# 4 50# I `-- 96" I u = 96" MOMENT BEAM MOMENT n 67" fi 44" 256# 192# 128# 64# SEIZMIC t INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT D &C, I NDUSTRI ES FOR NORTHWEST HANDLING (WA) SHEET NO. 6 OF 14 CALCULATED BY BOB S. DATE 10-31- 1998 LOADS & DISTRIBUTION :TYPE 1 LIVE LOAD PER SHELF = WII = 1,000 lb (BASED ON CLIENT SUPPLIED DATA) DEAD LOAD PER SHELF = Wdl = 100 lb TOTAL LOAD PER FRAME = 4,400 lb SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE V= ((2.5xCaxl) /R)xWtotal Wtotal = (WII + Wdl) x n n = # of shelves Seismic Zone = 3 I = 1 Ca = 0.36 R(Iong) = 5.6 R(trans) = 4.4 Soil Coef. = Sd 2 LONGITUDIAL DIRECTION Vlong = (2.5 x 0.36 x 1)/(5.6) x W) / 1.4 = 505 lb w/ working stress reduction Fi = VWhi / EWh TRANSVERSE DIRECTION Vtrans = (2.5 x 0.36 x 1)/(4.4) x W / 1.4 = 643 lb w/ working stress reduction Fi = VWhi / EWh TOTAL FRAME LOAD = 4,400 lb. 2" 6" s" 4 1,000 lb. 3 1,000 lb. 2 1,000 lb. 1 1,000 lb. 201 96 "- 4 Iu= 96" 44"-4 256# 1 128# , 4# 10 NINO 50# 4, S INC. MATERIAL HANDUNG ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR D &CI NDUSTRI ES NORTHWEST HANDLING (WA) SHEET NO. 7 OF 14 CALCULATED BY BOB S. DATE 10-31- 1998 LONGITUDINAL ANALYSIS :TYPE 1 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). VI ong = 2 * Vcol = Vcol = F 1= 25 I b. F2= 501b. F3= 76Ib. F4= 1011b. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. 2 3 4 505 I b. 252 Ib. Mbase = 7128 i n.l b. Mupper + MI ower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + MI ower Mconn = [Mupper + MI ower]/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 2200 7513 1650 1100 550 6815 5301 3029 Mconn 8164 7058 5165 Mcom "L" JL M lower Mupper -79 1. B SLAB bloom "R' r INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT D & i NDUSTRI ES FOR NORTHWEST HANDLING (WA) SHEET NO. 8 OF 14 CALCULATED BY BOB S DATE 10-31-1998 COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD- FORMED STEEL DESIGN MANUAL. Pmax = 2,200 lb. Mmax = 7,513 i n.I b. KxI x /rx = 1.2 * 59 / 1.235 = 57.3 <- GOVERNS Kyly /ry = .8 * 52 / 1.087 = 38.3 Cc = (2n '2E /Fy)'.5 = 102.0 SINCE KI/r = Cc, Fa = .522Fy - [(kI /r* Fy)/ 1494]/2 = 24,256 psi. fa = Pmax /Area = 3,338 psi. fb = Mmax/ Sx = 11,130 psi. fa /Fa = 0.14 x.15 fa /Fa +fb /Fb = 1.33 Fb = .6 *Fy = 33,000 psi. fb /Fb = 0.34 COMBINED STRESS = 0.47 A =_ =_ k-- SECTION PROPERTIES A= 3" B = 3" C =.75" D =0" E = 0" Wt. = 2.224# t1 = .075" t2 = 0" Area = .659 "X12 lx = 1.012 "^4 I y = .78 "^4 Sx= .675 "A3 Sy= .498 "A3 rx = 1.235" ry = 1.087" 60" Front View $ide View B 52" 52" SEIZMIC 1 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT FOR D &, I NDUSTRI ES NORTHWEST HANDLI NG (WA) SHEET NO. 9 OF 14 CALCULATED BY BOB S. DATE 10- 31-1998 BEAM ANALYSIS :TYPE 1 BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.Ib. WHICH EVER IS SMALLER) WILL BE ADDED. I act = 96.0 i n. I max = [1950 + 1200(M1 /M2)]b /Fy SINCE M1 /M2 = 1.0 Imax = 3150 *b /Fy = 158 in. SINCE I max > I act Fb = .60Fy = 33,000 psi MAXI MUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDI NG CAPACITY M = Sx* Fb = w1/2/8 = 20757i n.I b. CAPACITY = 2(8* M/1) = 30751b. 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). = 5w1 '4/384EI CAPACITY = 2 [(384EI )/(5* 180* 1 '2)] = 30921 b. MAXI MUM STATIC LOAD PER LEVEL I S 3,075 lb. ALLOWABLE AND ACTUAL BENDI NG MOMENT AT EACH LEVEL. M stati c = wI A2/8 = LI VE.LOAD* L/( 2* 8) M al I ow(stati c) = Sx * Mimpact= 1.125 *Mstatic Mallow(seismic) = 1.33 * Msei s mi c = Mconn (SEE LONG. ANALYSIS) LEVEL Mstati c Mi mpact Mal I ow Msei smi c Mal low 1.125 Mstatic (static) (sei smi c) 1 5999 6749 20756 8164 27675 2 5999 6749 20756 7058 27675 3 5999 6749 20756 5165 27675 4 5999 6749 20756 2514 27675 Sx = 0.629 i n.'3 Ix = 1.132 in.'4 Fb Sx * Fb RESULT GOOD GOOD GOOD GOOD SEI ZMI C INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT D . : NDUSTRI ES FOR NORTHWEST HANDLI NG (WA) SHEET N0. 10 OF 14 CALCULATED BY BOB S. DATE 10- 31-1998 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375^2Td4 = .150 "A2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN Abrg. = t ' D t = .0747 min. = .5 ' t Fu= 65,000 psi min. Pmax brg. = Area * Fbearing = .5t'2.22'Fu = 5,389# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .110 "A3 Mcap = S * Fbending = .110'.66'Fy C = Mcap /.75 =1.11 P1 P1 =1.20 Mcap = .0872 Fy = 4,360# > 3,000# SINCE PLUG GOVERNS P1= 3,000# Mconn. cap.= P1 * 4.5 + P2 ' .5 = 4.555 ' 3,000# *1.33 = 18,220 "# 3 "/ re. M upper Mconn. — ` Mconn. 1 5/8" t =7ga. Sbracket = .110 " ^3 Mlower REAM TO COLUMN CONNECTION C =P1 +P2 = P1 + (.5/4.5)P1 =1.11 P1 • SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT D &C1 NDUSTRI ES FOR NORTHWEST HANDLI NG (WA) SHEET N0. 11 OF 14 CALCULATED BY BOB S. DATE 10- 31-1998 TRANSVERSE ANALYSIS : BRACING :TYPE 1 IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L di ag. = [(L- 6)'2+(D- 2* Bcol )'2]'.5 = 59.6 Vdi ag =Vtrans * Ldi ag. / D = 871# kI /rmi n = [ 1 * 59.6 ] / .488 = 122.2 Fa =[12Tr '2E]/[23(kI /r)'2] = 9989 psi. fa /Fa =Vdi ag /(Area* Fa) = 0.27 D =44" DIAGONAL AND HORIZONTAL BRACI NG Ar ea= .325 "A2 r mi n= .488 " t= .0747 " W= 1.5 " H= 1.5 " SEIZMIC i INC. MATERIAL HANDLING ENGINEERING TEL (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT D I NDUSTRI ES FOR NORTHWEST HANDLI NG (WA) SHEET NO 12 OF 14 CALCULATED BY BOB S. DATE 10- 31-1998 OVERTURNING :TYPE 1 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2221.7.1 OF THE 1994 Uniform Building Code FULLY LOADED TOP SHELF LOADED TOTAL SHEAR = 642 1 b. Mot = Vtrans * ht * 1.15 = 642 * 179 * 115 = 132992 i n.l b. Mst = l(Wp+.85wDL) * d/2 = ( 4000 +.85 * 400) * 44/2 = 95480 i n.I b. Pupl i ft =1(Mot - Mst) /d = 852 Ib. <- CRITICAL SHEAR = 160 I b. Mot = Vtop * h * 1.15 =160* 240* 1.15 = 44330 i n.I b. Mst = (Wp +w DL) * d/2 _ ( 1000 +.85 * 400) * 44/2 = 29480 i n.I b. Pupl i ft =1(Mot - Mst) /d = 337 lb. 44"4 USE 2 ea. 1/2 x 3 -1 /2 MIN. EMBED. CAPACITY OF 1/2 x 3 -1 /2 MIN. EMBED. = 875 lb. PULLOUT & 1840 lb. SHEAR COMBI NED STRESS1 = 852 / 1750 + 321 / 3680 = 0.57 COMBI NED STRESS2 = 337 / 1750 + 80 / 3680 = 0.21 256# 192# 128# --It 64# SErZG y ATELF.IJA, * G Ta 003069-03n • F& (3-19 Si EL .7Gi:Sz uY �^u �� ri r oriM i , • CA v o's �.;. Q.,01Ee. D &DSTRn ES Fes NORTHWEST HINDU G (WA) SHEET 13 OF 14 CALCULATED ST 606 S. D,ATi"E 10-31-1998 BASE PLATE :TYPE 1 PLATE V BE ANALYZED 'Anil THE FEU:ANGULAR STMESS KSULIANG FROM THE VERTICAL LOAD P, CO €D VIITH TIE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Ado (IF ANY). Tom.. ARE 3 CRITBIA D-TaMIN Mb. TFEY ARE I) MOMENT CAPACITY OF THE BASE PLATE. 2) MOMENT CAPACITY OF THE ANCHOR BOLTS. AND 3) 'fr 2 (FULL FIXITY). Mb IS TfE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA E. Pcoi = 22001b. B = 7.75 in. Mb= 7128 inJb. D =5 in. b =3 in. P/A = Pcol /(D*B) = 56.77 psi. WS = Mb /((D* Br2)/6) =142.4 psi. fb2 = 2b /B *fb = 87.28 psi. fb1 = fb-fb2 =55.12 psi. Mbase = w b12/2 = bl 2/2[ fa + fbl + .67f b2] Mbase = 479.7 i n.I b. Sbase = 1 * tr2 /6 = 0.0234 i n13 Fbase = .75Fy * 1.33 =36000 psi. fb /Fb = Mbase/(Sbase*Fbase) = .56 ANCHOR TENSION EMo =0 T* d2= [Mbase- Pcoi * b /2] T = Mbase/d2 - Pcol * b /2d2 T = 874 1 b. t =375 in. b1 = 2.375 i n. fa • . r SEI ZMI C .. d INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT D &(`.NDUSTRIES FOR NORTHWEST HANDLING (WA) SHEET NO. 14 OF 14 CALCULATED BY BOB S. DATE 10-31- 1998 SLAB AND SOIL TYPE 1 THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. (a) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) = 8,218 1 b. Fpunct = 2* sgrt(f'c) = 109.5 psi. Apunct = [(w +t /2) +(d +t /2)]* 2* t = 200.8 i n. /2 fv /Fv = Pmax/(Apunct*Fpunct) = 0.37 (b) SLAB TENSION Asoi 1 = Pmax /(1.33 * fsoi 1) = 6.16 ft. /2 = 888 i n.'2 L = sqrt(Asoil) = 29.8 in. B = sgrt(w *d) +t = 11.7 in. b = (L- B)/2 = 9.0 in. Mconc = wb'2 /2 = (1.33 *fsoi) *b /(144 *2) = 377.8 i n.l b. Sconc = 1 * t/2/6 = 5.04 i n.'3 Fconc = 50 *sgrt(f'c) = 246.48 psi. fb /Fb = Mconc /(Sconc *Fconc) = 0.30 B L BASE PLATE w = 7.75 in. d = 5 i n. CONCRETE t = 5.5 i n. f'c = 3000 psi. SOIL fs = 1000 psf. t ACTIVITY NUMBER: D98 -0378 DATE: 11 -6 -98 PROJECT NAME: D & J INDUSTRIES XX Original Plan Submittal Response to Incomplete Letter Response to .Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Di ork \PR•ROUTE.DOC 6/98 Approved E Fantiii• CNA. /an PLAN REVIEW/ROUTING SLIP TUES /THURS ROUTING: Please Route Fire Yrevention Awe- / DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete El Comments: C Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) Planning Division El Permit CooriTnator DUE DATE: 11 - 10 - 98 Not Applicable ❑ No further Review Required E REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 12 - - 98 Approved Approved with Conditions E Not Approved (attach comments) El REVIEWERS INITIALS. DATE. CORRECTION DETERMINATION,: DUE DATE. Approved with Conditions Not Approved (attach comments) El REVIEWERS INITIALS: DATE. Dear Sir: C�. City of Tukwila Fire Department Fire Department Review Control #D98 -0378 . Re: Rack at D & J Industries - 6750 South 180th Street The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 1109.2) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 2. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 231C) 3. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) 4. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone, (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 Thomas P. Keefe, Rre Chief 5. Depending on the classification of the commodity being stored and the size of the storage area, smoke vents and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. John W. Rants, Mayor 6. Depending on the classification of the commodity being' stored and the storage height, in -rack sprinklers may be required per N.F.P.A. 231C. Contact the Tukwila Fire Prevention Bureau for further information. 7. Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 8. High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on• detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number City of Tukwila Fire Department Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd C51o) John W. Rants, Mayor Thomas P Keefe, Are Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 Fay (206) 575443 . • ' ....:: :-...:. :•.f....- .,. ....... - .. . :;:. - ....... . - • .. .. ._ • • • •-• -*::?• • • *-: : --••• . : • •- • •';-;•-• : • -• • • • - - • : • .... 1 --.:-.-? • t • ....'.•.. - .;.:;. :.:,.....:-:......*:;...::.:.:.....'.:,:.'......:.: ,.. , ,. f....‘ "c. ; . :.. • : : • , -,,, „ , --..:::.:.:•-•'..:::-:':-.:--•: • t - • -.....:::•.-:: I i 1 -- "• .,...-„:.-..:•.....:.:;.•••:.:::::::;-:--- . . . ... ....... i t, . : -•- 'KV::-... • • • „._ • • 3" APPROX 1 ItZ1 1 i ..., l 'TYP NOTE. I ALL WELO.1/8' MK_ ----,. 4:11 • : CI • ...; 1,‘ V.1 ,„ II) ....-/ 41 --------- .....-- 1 ' 0 1 ,--- - - 7/160 CI STUD 1 , 41 '01 .-' 1/8" , 1 1/4" ' \ . , TYP -1 , , 314" --4 1" F 1 •_...' ' . 1 n ' '' '"' 1/8" ' 1 1/4' 1-VP 3 5/16' I I 1 — 14 GA 3" APPROX ,-.- . - 1 ;4 -1', ,..--" , , ■■• -, - I kl . , 1 'J \:,/ L__ n CD _ 0 -- (..- -",, 6 CONNECTOR .45 TYPICAL BRACING TO COLUMN CONNECTION ?'' < \ 5 _1 BEAM r - GENERAL CONFIGURATION C-Ii N._./ TYPICAL BEAM TO COLUMN CONNECTION NOTES: 96" ___t_ -t- -i- 44“—t. - -t- 1 STORAGE RACK DESIGNED PER DIVISION X OF THE 1997 UBC 2. STORAGE CAPACITY: 1,000, PER LEVEL 3. ASTM A570 FOR SHAPE Fy = 55,000 PSI GRADE 55 4. ALL BOLTS A307 (UNLESS NOTED) 5. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL 1080 *4627 6. CONCRETE 5.5" THICK x 3000 PSI 7 SOIL BEARING PRESSURE 1000 PSF CITY OF TUKWILA APPROVED NOV 2 3 1998 AS NOTED --TiFIT:j',177,7t!1,7(-- sr --jr- 67" 52" — 1 52" J . 60" 60" , Front View Side View 8- V • TYPICAL STORAGE RACK ELEVATIONS - -- - - - -. 0 .• TYP 1I8" .‘' 2 3/4" r " -- 3 -1 / 2--- MIN. EMBDMNT I. MI i alrimi ' Pl''•. \ ,': - ..VI -#` . 1 3" 7/8" TYPT 4 i -9/16" D • ---t- 5" 1/2" (2) REO'D PER BASE PLATE °COLUMN -- __ 1 1 -- -r -- 14 GA , - 12" ; 2 1 I ! ; --',-- BASE PLAT .6 i I (D1/2" 0 ANCHOR ( 1 ! I 1 , 1 , 1/2" .. , . , Il ,1!. z...- SEdMIC MATERIAL HANDLING INC. ENGINEERING 161 ATLANTIC STREET EST 1985 POMONA, California 91768 TeL (909) 869-0989 • Fax (909)869-0981 t--- -- I- - CONCRETE la GA 1 I .t .. .... .. , WRAP 1/8" ,.• CORNER 7--- ...., 1 I ' - 3-10" MIN. EMBED Le/ , ! 'TT'''. • • 4 CALIFORNIA CONTRACTORS LiCENSE No. 665374 SCALE NONE DRAWN BY Y Y - - --- --- 7 3/4" --------------- ---4- DATE 10/29198 APPROVED BY SAL E. FATEEN EXPERPS 4-1k2000 I VEME-/i!,":11,--.11E2-7/7:41.il,Starii_FriiiEll,--711;-:P' DESORPTION STORAGE RACK DETAILS (INTERLAKE TYPE) '— --/7.;---"18'114/VIVIVI'F:',''171171Ii...:,11' 2 b. .4 BASE PLATE (IS" THK.) SOIL D & J INDUSTRIES 6750 S. 180TH ST., TUKWILA, WA DRAWING NUMBER 98-1383A • • 1 1 COLUMN 7-7 ... 3 ■ ANCHOR ICBO #4627 Tiil HORIZONTAL & DIAGONAL BRACING bgt- o 5is CITY OF TUKWILA NOV P., 1998 PERMIT CENTER WALL I MEND 94.'1 LANHl J'4TRE QTR PER ,R' NOiG i x/I CORE . POES2ORE TREATED OR 4 5UL4TE0 FACTOR, CURB RN EUILT UP 805844, UP MD OVER CURB STEEL RCS • i OC. 412''58 BARS • '4' 047 . UELDED TO 14'U /1' xl V. "' REEL ANGLE FRAME. FASTEN ' ALL: FOR SIDES 10 CURB 'CURB AT SKYLIGHT / SMUKEVENT CURES AT SKYLIGHT / SMOKEVENT SCALE 1 I /2" _ ' - C' ( 2 SCALE ! li = 4' -0' I 1ETu STUD WOLL, 5/8' GYP. BD 50T1.1 SIDES 3.1/2' STEEL 11109 • 14' OL. FRO1 FLOOR 10 INJE*31DE OF SUSPENDED CEILING. 2 NEW RE -NOR RATED WALL, 5/8' TYPE X GYP BD BOTH SIDES 2x4 • 16' OL. FRCR ROOK TO:MERSIN OF ROLE OR FLOOR 51RIC1 RE ABOVE NEW 0/844728 RATED WALL 5/8' TYPE X' GYP. BD. 8014 SIDES 3.02' STEEL STUDS • 24' OL. FROM LANDING TO UNDERSIDE OF RJCF 511111C111RE. 3 NEW FILL 4 /84411 43' 5110 WALL 5 TYPE 'X' GYP. B0. BOW SIDES 6' STEEL STUDS • 24' 0L. RCM FLOOR TO UNDERUD4/ OF ROOF 314!1X11/8 ABOVE NEW R HEIGHT MUD WALL, 5/8' TYPE 'X' GYP. BD BON 51DE5 8' STEEL ® FULL 511345 • 24' OC. 4 R-II Bali N9lLATICR, FROM FLOOR 30 UOERNDE Cf Axe STRUCTURE ABOVE. 4 EXISTING (STUD WALL. PATCH AND REPAIR ANY DAMAGED GYP SD, FN154 SMOOTH 4 ELLEN READY FOR PANT, 5 EXISTS* EXTERIOR 1040/81/8 WALL W EASING SPERM RRED F041544. PATCH I REPAIR ANY DAMAGED GYP. BD, MIN SMOOTH 4 FLUSH READY FOR 34110. 6 EXISTNG EXMOOR CONA.RIe WALL, NEW 441EPoCR RRLR946, 5/8' 613. BD. 04003 -N' 51EEL 51108 •24' OL, 4 R -il BATT 451344/ CN FRA1 ROOK TO 6' ABOVE B4FQDED CEILIG 4 STICK PILED RI BATT NSULAT1CN LV MAIM? FS.25 FALNG FRST1 CEdN3 10 ROE STFLCNFE ABOVE. PARTIAL 1EIGHT 5110 SALL TOP CP WALL 42' 44305E STAR LAD•G 4 TREAD a *WNW _ Rf0 -6' S 149.4 5140 WALL, 5/8 GYP. BD. BONN SIDES 342' STEEL 83.09 • 24" OC, FR21 R. TO UDERBDE a CEILING, WA L7471 • ' 413. BD, ON ENVIER 4011 WARS 10U STUD WALL, 5/8' GY 01 P. BD. BOTH SIDES 3. STEEL MUDS • 24 0.C. ❑5 FRO* ROOK TO 6' ABOVE 91GPENDED 1/811,844 TE1151 PLUMB' WALL, 5/8' E441FR'ROCf GYP. SD. SON SIDES 8' SEEL ® STUDS • 24' 04- M RCOR TO UNDERSIDE CF CEILIG. I eau 81134 WALL, 5/8 GYP. BD. BOTH SIDES, 6• STEEL STUDS • 24' 00 R -II BAR 8 828.ATIQ4 FROM RCM TO UDEIEOE CF ROOF 8180040. D 488 5120 NALL, 59" GYP. BD. BON 8055, 6' STEEL 51105 • 24' OC. MON FLOOR 1020889108OF RXF STRICTURE. gym' -6' TOO 3' au. OYBSIOW MAN W NLET ABOVE RPCF CUTLET Ia' 4005) 5OFl1 0.5' 10 3' Oa OVHiLOU DRAM LV INLET 1' ABO.'E * F 1 CUTLET ta'SEIM 8CfFIT ENTRY CANOPY ROOF PLAN SCALE 148'•1 -0' PLYID. CRICKET 14' I MINN SLOPE n- 3' DIA R'X.F DRAM ' RP 1 TE DRAIN TO 510414181851012.. 13241 0 IL. FY41 SECOND FLOOR + 13'- 7 -1/2 " &GALE 3446 . -1 -0 hWIE CO/P1E880R teal .' LECTOR LESS 1VER20 Y'r : OCCUPANCY k 4 SF. AEA T' ' VBIT AREA 1315F. ANDS* •■ o:T PPICAL L , BY ONE NSTALL S GL SEE BEET A- PLAN CF THIS FOR VS AREA CITY OF 04141/2 AI' N 0'1 2. 199, 400 - 1i 1098 PERMIT CENTER A-1 V II 24' 24' 66' ]316 24' 12' ,. /1 0 5' 10' 15' FIRST FLOOR SCALE: I116 .. ...... ::'1 omlacicn. :... r_ -T not authorize the violation c, cde or ordIND014 Rinalpt', of con.00c roved was 11CataMiled• 1535' 0 nDy lig (iv 20 , 2S 65 7 i � v>■( "1 I 20 21' 011 To ACE OF MLASTER / 0378 N G3 Ar CO m In 0 8- N O p 0 N N 6X a 10/05/91.'. 1110 HA, AD \9744DJ \A-1